Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods-Reference-Cited by-同舟云学术

Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods

Published:2023-11 Issue:11 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xue Tao¹,Ye Shuaihua²^ORCID,Cao Chengming³

Affiliation:

1. Research Assistant, School of Civil Engineering, Lanzhou Univ. of Technology, Lanzhou 730050, China.

2. Professor, School of Civil Engineering, Lanzhou Univ. of Technology, Lanzhou 730050, China (corresponding author). ORCID: .

3. Senior Engineer, Gansu CSCEC Municipal Engineering Investigation and Design Institute Co. Ltd., Lanzhou 730000, Gansu, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8954

Reference27 articles.

1. Comparison between predictions using different simplified Newmarks' block-on-plane models and field values of earthquake induced displacements

2. Seismic Displacements in Slopes by Limit Analysis

3. Characteristics analysis of granular landslide using shaking table model test;Chen Z.;Soil Dyn. Earthquake Eng.,2019

4. Field evaluation of the three-dimensional dynamic stress state of the subgrade induced by the heavy-haul train load

5. A modified Newmark method for calculating permanent displacement of seismic slope considering dynamic critical acceleration;Cui Y.;Adv. Civ. Eng.,2019

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